Bridge Statistics for Bay Minette, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 4001,  Location: 3.5 MI N JCT SR 59 (Lat: 30.908942,  Lng: -87.722933),  Route carried "on" structure: US 31,  Year Built: 1951,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 4,242 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,363 (year 2039),  Design Load: HS 20,  Features Intersected: MC CURTIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.863,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 48.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.11m (16.77ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Underwater Inspection Date: May 2021,  Bridge Improvement Cost: $1,156,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $1,272,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4171,  Location: 1 MI N COUNTY ROAD 138 (Lat: 30.850483,  Lng: -87.868142),  Route carried "on" structure: State highway 225,  Year Built: 1951,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 3,313 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,970 (year 2040),  Design Load: HS 20,  Features Intersected: STONEY RIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.218,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Underwater Inspection Date: October 2021,  Bridge Improvement Cost: $262,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $288,000 ( Estimate for 2022)

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Structure Number: 5729,  Location: 1.0 MI. S. OF S.R. 112 (Lat: 30.867703,  Lng: -87.716972),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Posted for load,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 56 (year 2019),  Average Future Daily Traffic: 76 (year 2039),  Features Intersected: HOLLINGER CREEK,  Facility Carried by Structure: STILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 14.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 9.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 3.19m (10.47ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Other Special Inspection Date: January 2022,  Bridge Improvement Cost: $504,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $554,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 856,  Location: 1 MI N SR 287 (Lat: 30.969003,  Lng: -87.742436),  Route carried "on" structure: Interstate 65,  Year Built: 1965,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 19,401 (year 2019),  Truck Traffic: 30%,  Average Future Daily Traffic: 29,102 (year 2039),  Design Load: HS 15,  Features Intersected: WATERHOLE HOLLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.449,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.11m (6.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $3,045,000,  Roadway Improvement Cost: $305,000,  Total Project Cost: $3,350,000 ( Estimate for 2022)

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Structure Number: 8561,  Location: 2 MI N SR 287 (Lat: 30.974175,  Lng: -87.727283),  Route carried "on" structure: Interstate 65,  Year Built: 1965,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 25,470 (year 2018),  Truck Traffic: 30%,  Average Future Daily Traffic: 38,205 (year 2038),  Design Load: HS 20,  Features Intersected: COW DEVIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.999,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 85.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,221,000,  Roadway Improvement Cost: $222,000,  Total Project Cost: $2,443,000 ( Estimate for 2022)

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Structure Number: 8562,  Location: 2.7 MI N SR 287 (Lat: 30.979178,  Lng: -87.715328),  Route carried "on" structure: Interstate 65,  Year Built: 1965,  Status: Open,  Structure Length: 11.40m (37.40ft),  Average Daily Traffic: 12,735 (year 2018),  Truck Traffic: 30%,  Average Future Daily Traffic: 19,103 (year 2038),  Design Load: HS 20,  Features Intersected: DYASS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.280,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.27m (40.26ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Underwater Inspection Date: January 2022,  Bridge Improvement Cost: $2,777,000,  Roadway Improvement Cost: $278,000,  Total Project Cost: $3,055,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8563,  Location: 2.7 MI N SR 287 (Lat: 30.978989,  Lng: -87.715189),  Route carried "on" structure: Interstate 65,  Year Built: 1965,  Status: Open,  Structure Length: 11.40m (37.40ft),  Average Daily Traffic: 12,735 (year 2018),  Truck Traffic: 30%,  Average Future Daily Traffic: 19,103 (year 2038),  Design Load: HS 20,  Features Intersected: DYASS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.280,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.27m (40.26ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Underwater Inspection Date: January 2022,  Bridge Improvement Cost: $2,777,000,  Roadway Improvement Cost: $278,000,  Total Project Cost: $3,055,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8919,  Location: SR 287 @ I-65 (Lat: 30.964078,  Lng: -87.759831),  Route carried "on" structure: State highway 287,  Year Built: 1965,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 10,106 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,159 (year 2038),  Design Load: HS 20,  Features Intersected: I-65 SB * NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.013,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.85m (32.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,228,000,  Roadway Improvement Cost: $223,000,  Total Project Cost: $2,451,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9244,  Location: I-65 @ SR 59 (Lat: 30.953736,  Lng: -87.822786),  Route carried "on" structure: Interstate 65,  Year Built: 1967,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 11,317 (year 2018),  Truck Traffic: 28%,  Average Future Daily Traffic: 16,976 (year 2038),  Design Load: HS 20,  Features Intersected: SR 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.583,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.49m (21.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,868,000,  Roadway Improvement Cost: $187,000,  Total Project Cost: $2,055,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9245,  Location: I-65 @ SR 59 (Lat: 30.953531,  Lng: -87.822694),  Route carried "on" structure: Interstate 65,  Year Built: 1967,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 11,317 (year 2018),  Truck Traffic: 28%,  Average Future Daily Traffic: 16,976 (year 2038),  Design Load: HS 20,  Features Intersected: SR 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.583,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.49m (21.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,868,000,  Roadway Improvement Cost: $187,000,  Total Project Cost: $2,055,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9246,  Location: 0.5 MI N SR 59 (Lat: 30.955628,  Lng: -87.813808),  Route carried "on" structure: Interstate 65,  Year Built: 1967,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 19,390 (year 2018),  Truck Traffic: 30%,  Average Future Daily Traffic: 29,085 (year 2038),  Design Load: H 20,  Features Intersected: GODBOLT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.427,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.27m (7.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,071,000,  Roadway Improvement Cost: $207,000,  Total Project Cost: $2,278,000 ( Estimate for 2022)

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Structure Number: 9547,  Location: 150FT. E. OF CO. RD. 40 (Lat: 30.851767,  Lng: -87.767450),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,562 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,105 (year 2040),  Features Intersected: STYX RIVER,  Facility Carried by Structure: PINE GROVE RD. EXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 16.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $244,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $268,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9964,  Location: 0.8 MI N JCT CO RD 138 (Lat: 30.875569,  Lng: -87.782836),  Route carried "on" structure: US 31,  Year Built: 1969,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 22,275 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,413 (year 2039),  Design Load: HS 20,  Features Intersected: CSX RR/BAY MINETTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.636,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 43.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.04m (23.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,077,000,  Roadway Improvement Cost: $208,000,  Total Project Cost: $2,285,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9965,  Location: 0.8 MI N JCT CO RD 138 (Lat: 30.875644,  Lng: -87.782672),  Route carried "on" structure: US 31,  Year Built: 1969,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 22,275 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,413 (year 2039),  Design Load: HS 20,  Features Intersected: CSX RR/BAY MINETTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.636,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 43.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.04m (23.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,077,000,  Roadway Improvement Cost: $208,000,  Total Project Cost: $2,285,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12034,  Location: 0.4 MI N I-65 (Lat: 30.957778,  Lng: -87.826569),  Route carried "on" structure: State highway 59,  Year Built: 1978,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 1,919 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,879 (year 2039),  Design Load: HS 15,  Features Intersected: RAINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.621,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.31m (27.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,767,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $1,944,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12839,  Location: 2 MI N CO RD 138 (Lat: 30.862550,  Lng: -87.864969),  Route carried "on" structure: State highway 225,  Year Built: 1982,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 3,456 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,184 (year 2039),  Design Load: HS 20,  Features Intersected: HONEYCUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.637,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Underwater Inspection Date: October 2021,  Bridge Improvement Cost: $896,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $986,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1284,  Location: 3 MI N CO RD 138 (Lat: 30.880667,  Lng: -87.862056),  Route carried "on" structure: State highway 225,  Year Built: 1982,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 2,139 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,209 (year 2039),  Design Load: HS 20,  Features Intersected: RED HILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.691,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 41.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Underwater Inspection Date: October 2020,  Bridge Improvement Cost: $896,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $986,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 137,  Location: 4.5 MI N CO RD 138 (Lat: 30.899806,  Lng: -87.850917),  Route carried "on" structure: State highway 225,  Year Built: 1985,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 2,139 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,209 (year 2039),  Design Load: HS 20,  Features Intersected: MARTIN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.146,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 41.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.89m (12.76ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Underwater Inspection Date: October 2021,  Bridge Improvement Cost: $880,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $968,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14014,  Location: 2 MI S I-65 (Lat: 30.919861,  Lng: -87.853528),  Route carried "on" structure: State highway 225,  Year Built: 1986,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 2,139 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,209 (year 2039),  Design Load: HS 20,  Features Intersected: DENNIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.412,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 41.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.89m (12.76ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Underwater Inspection Date: October 2020,  Bridge Improvement Cost: $880,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $968,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15567,  Location: 1.5 MI. SW. OF U.S. 31 (Lat: 30.852664,  Lng: -87.808453),  Route carried "on" structure: County highway 138,  Year Built: 1992,  Status: Open,  Structure Length: 1.54m (5.05ft),  Average Daily Traffic: 2,667 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,600 (year 2040),  Design Load: HS 20,  Features Intersected: WHITEHOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $844,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $928,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16321,  Location: 0.9 MI. N. OF I-65 (Lat: 30.976731,  Lng: -87.754856),  Route carried "on" structure: County highway 47,  Year Built: 1996,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,561 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,107 (year 2040),  Design Load: HS 20,  Features Intersected: WATERHOLE HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.45m (4.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $310,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $341,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1712,  Location: 0.5 MI. E. OF AL. HWY. 31 (Lat: 30.814942,  Lng: -87.760889),  Route carried "on" structure: County highway 57,  Year Built: 1999,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 1,697 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,291 (year 2038),  Design Load: HS 20,  Features Intersected: STYX RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 87.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $896,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $986,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17919,  Location: 1 MI N JCT SR 59 (Lat: 30.890225,  Lng: -87.758644),  Route carried "on" structure: US 31,  Year Built: 2002,  Status: Open,  Structure Length: 5.13m (16.83ft),  Average Daily Traffic: 7,365 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,047 (year 2039),  Design Load: HS 20,  Features Intersected: CSX RR/BAY MINETTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.803,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 20.6m (67.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.15m (20.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,953,000,  Roadway Improvement Cost: $295,000,  Total Project Cost: $3,248,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18508,  Location: 0.5 MI. N. OF U.S. 31 (Lat: 30.897603,  Lng: -87.759564),  Route carried "on" structure: County highway 58,  Year Built: 2004,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 481 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 650 (year 2038),  Design Load: HS 20,  Features Intersected: UNNAMED STREAM,  Facility Carried by Structure: Rockhill Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.84m (9.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $643,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $707,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 19267,  Location: 1.1. MI. E. OF U.S. 31 (Lat: 30.869617,  Lng: -87.801350),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 111 (year 2020),  Average Future Daily Traffic: 150 (year 2040),  Design Load: HS 20,  Features Intersected: WHITEHOUSE CREEK,  Facility Carried by Structure: D'OLIVE ST. EXT.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.84m (9.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Bridge Improvement Cost: $643,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $707,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 20114,  Location: 1.5 MI. S. OF CO. RD. 57 (Lat: 30.804967,  Lng: -87.733139),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 81 (year 2020),  Average Future Daily Traffic: 109 (year 2040),  Design Load: HS 20,  Features Intersected: DURBIN BRANCH,  Facility Carried by Structure: DURBIN FORK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 76.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.84m (6.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $404,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $444,000 ( Estimate for 2022)

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Structure Number: 20544,  Location: 0.55 M. N. OF US 31 (Lat: 30.898331,  Lng: -87.759550),  Route carried "on" structure: County highway 58,  Year Built: 2014,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 548 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 740 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB. TO MCCURTIN CR.,  Facility Carried by Structure: ROCKHILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.31m (10.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $771,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $848,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8919,  Location: SR 287 @ I-65 (Lat: 30.964078,  Lng: -87.759831),  Route carried "under" structure: Interstate 65,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 25,470 (year 2018),  Truck Traffic: 30%,  Features Intersected: I-65 SB * NB,  Facility Carried by Structure: SR 287
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 60.840,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 9244,  Location: I-65 @ SR 59 (Lat: 30.953736,  Lng: -87.822786),  Route carried "under" structure: US 59,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 5,502 (year 2018),  Truck Traffic: 14%,  Features Intersected: SR 59,  Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 83.977,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 9245,  Location: I-65 @ SR 59 (Lat: 30.953531,  Lng: -87.822694),  Route carried "under" structure: US 59,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 5,502 (year 2018),  Truck Traffic: 14%,  Features Intersected: SR 59,  Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.96m (16.27ft),  Kilometerpoint: 83.977,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 9964,  Location: 0.8 MI N JCT CO RD 138 (Lat: 30.875569,  Lng: -87.782836),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 89 (year 2019),  Features Intersected: CSX RR/BAY MINETTE,  Facility Carried by Structure: US 31 SB
Minimum Vertical Clearance: 5.42m (17.78ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 9964,  Location: 0.8 MI N JCT CO RD 138 (Lat: 30.875569,  Lng: -87.782836),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 84 (year 2019),  Features Intersected: CSX RR/BAY MINETTE,  Facility Carried by Structure: US 31 SB
Minimum Vertical Clearance: 5.80m (19.03ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 9965,  Location: 0.8 MI N JCT CO RD 138 (Lat: 30.875644,  Lng: -87.782672),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 89 (year 2019),  Features Intersected: CSX RR/BAY MINETTE,  Facility Carried by Structure: US 31 NB
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 9965,  Location: 0.8 MI N JCT CO RD 138 (Lat: 30.875644,  Lng: -87.782672),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 84 (year 2019),  Features Intersected: CSX RR/BAY MINETTE,  Facility Carried by Structure: US 31 NB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)